Good afternoon. This is my first post. I'm doing a structural analysis for a lifting skid. The skid is large and narrow, with high loads on one side, so the COG is around 152in from one end. I'm attaching the staad pro model. What is the best supports for the spreader beams to simulate the lifting maneuver ?
Thank you.
communities.bentley.com/.../A_2D00_005_5F00_Lifting-Plan-R3.std